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A secondary clarifier is 75 ft in diameter and receives a primary effluent flow 3.1 MGD and a return sludge 0.9 MGD. If the

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A secondary clarifier is 75 ft in diameter and receives a primary effluent flow 3.1 MGD and a return sludge 0.9 MGD. If the MLSS concentration is 3140 mg/L, what is the solids loading rate on the clarifier in lbs/day/ sq ft? (Round to the nearest tenth)

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